Yaroslavl, Yaroslavl, Russian Federation
The article is devoted to the issue of mathematical modeling as a method of theoretical investigation of the processes of biological corrosion of concrete in liquid media. The results of experimental studies on the effect of microorganisms on the general corrosion process occurring in concrete in aqueous media are presented. Modeling of diffusion processes characteristic of biocorrosion of concrete structures is presented. For the first time, a model of mass transfer processes in an unlimited two-layer plate is calculated, which is a system of partial differential equations of parabolic type with boundary conditions of the second and fourth kind. The proposed mathematical model takes into account the kinetics of the processes of increasing and decreasing biomass on the concrete surface. The perspective of application of the developed mathematical model of concrete biocorrosion in liquid media is reflected. A number of numerical experiments have been carried out confirming the adequacy and universality of the proposed mathematical model.
concrete, microorganisms, diffusion, mass transfer, boundary conditions
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